The 2nd-story_floor system in an apartment building consists of overhanging beams spaced 4 ft 0.c. that span 28 ft between supports (exterior walls), plus a 6 ft cantilevered balcony (total beam length is 28 ft + 6 ft = 34 ft). The beam self-weight is 27.5 lb/ft, and the dead load of the floor system (including attached ceiling material and lights for the floor below) is 12 psf. Determine the maximum shear |Vmax), maximum positive moment (+Mmax), and maximum negative moment (-Mmax) in an interior overhanging beam due to the combined

The 2nd-story_floor system in an apartment building consists of overhanging beams spaced 4 ft 0.c. that span 28 ft between supports (exterior walls), plus a 6 ft cantilevered balcony (total beam length is 28 ft + 6 ft = 34 ft). The beam self-weight is 27.5 lb/ft, and the dead load of the floor system (including attached ceiling material and lights for the floor below) is 12 psf. Determine the maximum shear |Vmax), maximum positive moment (+Mmax), and maximum negative moment (-Mmax) in an interior overhanging beam due to the combined

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The uniform distributed load (dead+live) for the building below is 120 psf. Calculate force transmitted by Gl into column C2. Draw free-body diagrams for all beams and girders involved in calculating this load. 8' 12' G2 C3 OPEN B1 B2 G1 G3 вз G4 8
A lintel in a brick wall spans 8 feet between supports. The load is considered to be triangular, increasing uniformly from zero at the left end to a maximum of 600 lb/ft at the center, then decreasing uniformly to zero at the right end. Select two angles to carry this load, back to back. The outstanding legs must not be less than 3 ½ inches wide. 13. 600 Ibs/ft 8'-0 B
Question 3 A two-hinged parabolic arch with secant variation of inertia is subjected to the loads at 3rd points as shown in the diagram. Determine the horizontal thrust at abutments. A 40KN 20m *+ C 40KN D okg ус 60m ,40KN LE 20m ➜ B 40KN
1. A three-storey office buiding with roof deck has an interior floor plan shown below. Each columns are spaced 6.7m each way. If the 2nd and 3rd floor levels are dedicated as business processing offices, determine the reduced live load in kPa carried by the interior column highlighted below by the ground floor. H H H H H I AT 6.7m 6.7m H 6.7m I 6.7m I
a. Enter the load (kips) for the top floor to two decimalsb. Enter the load (kips) for the middle floor to two decimals c. Enter the load (kips) for the bottom floor to two decimals
hi do you have the full solution of this step by step, im having a hard time with this
Instruction: Use 2 decimal places in your final answers. (Theory of Structure)
Evaluate the wind load on the bridge deck with the profile shown in the figure. The bottom of the bridge deck is 7m above the ground. Assume design wind speed is 35 m/s. B = 10.5m dot det = 2.5 +1 = 3.5m 3.0m 4.5m 3. Om To find the wind average speed: H = 7 +0.5 (2.5+1) = 8.75m Not to Scale 7.0m 2.5m 1.0m
The precast floor system consists of a 150-mm-thick concrete slab carry its self weight as well a Live Load of (2 kNm) is simply supported on three concrete beams of dimensions (300*500)mm that, in turn, are supported by two concrete girders of (300*600mm), (each girder is support on two columns) as shown in Fig.1. Determine the loads acting on beams BE and AD and girder AC. (concrete density: Let Yoncrete 24 kNm') Concrete Girder (300*600mm 10 m 5m Concrete floor beam (300 500mm 5 m Fig. (1)
Compute the wind load acting on the short wall of the building based on directional method. A two- story essential facility shown in Figure 4.6 is an enclosed wood-frame building located in Seattle, Washington. The wall studs and roof rafters are 16 in. on center. Kzt = 1.0. 12 6.25 ft. 11 ft. 11 ft. 100 50 ft. Fig 4.6
The floor beam shown is used to support the 6-ft width of a lightweight plain concrete slab having a thickness of 4 in. The slab serves as a portion of the ceiling for the floor below, and therefore its bottom is coated with plaster. Furthermore, an 8-ft-high, 12-in.-thick lightweight solid concrete block wall is directly over the top flange of the beam. Determine the loading on the beam measured per foot of length of the beam.
H.W2: 1- discuss the stability and determinacy of the following structure 2- Draw N, V and M diagrams for members AB and CBD. 16 KN 12 KN 3 4 3 B 6 10 KN/m D